创新防波堤结构

S. Rogachko
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引用次数: 0

摘要

摘要世界各国的防波堤结构大多为重力式或填石式。其中最理想的是垂直墙形式的重力结构。它们的材料容量较小,预制速度相对较快,能够可靠地保护港口水域免受风暴的影响。这种结构的建设始于上个世纪,其中许多继续履行其功能目的。起初,普通混凝土块体被用于建造这种结构,然后是钢筋混凝土块体-巨人。建造这种结构最理想的条件是岩石土壤。然而,在世界海洋水利建设实践中,有在软土上建造重力型泊位和防波堤的案例。在这种情况下,在后来的时代,通过在球场上预先安装混凝土块体,在碎石丘和床本身下使用土壤基础的静载荷。然后,在沉降稳定后,拆除砌体,最终修正了碎石丘的规划高海拔位置,并将地块沿路线分段设置到设计位置。这项技术的持续时间相当长,因此由于施工时间的显着增加,它在现代条件下的应用似乎是不可能的。在上个世纪,各种软土人工加固技术被引入工程实践。它们需要使用专门的机制,包括海洋版本中的机制。由于这个原因,这种技术的使用导致建筑费用的急剧上升和建筑条件的增加。因此,在软土地基上修筑防护结构是目前存在的问题。通过对已建成的防波堤结构的技术条件以及在不同气候条件和地区的防波堤结构施工技术的分析,解决了这一问题。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
THE INNOVATIVE BREAKWATER STRUCTURE
Abstract. Most of the breakwater structures in various countries of the world are either gravitational or rock-fill types. The most optimal of them are gravity structures in the form of vertical walls. They are less material-capacious, are relatively quick prefabricated and reliably protect the port waters from storm waves. The construction of such structures began in the century before last many of them continue to fulfill their functional purpose. At first, ordinary concrete massifs were used for the construction of such structures, and then ferroconcrete massif-giants. The most ideal conditions for the construction of such structures are rocky soils. Nevertheless, in the world practice of marine hydraulically construction, there are cases of construction of berths and breakwaters of gravity type and on soft soils. Under such conditions, in later times, static loading of soil foundations was used under rubble-mound, as well as the beds themselves, by pre-installing concrete massifs at courses. Then, after stabilization of the subsidence, the masonry was dismantled, the planned-high-altitude position of the rubble-mound was finally corrected and the massifs were set along the courses to the design position, in sections. The duration of this technology took a rather long period of time, so its application in modern conditions seems impossible due to a significant increase in the construction time. In the last century, various technologies for artificial strengthening of soft soils were introduced into engineering practice. They require the use of specialized mechanisms, including those in the marine version. For this reason, the use of such technologies leads to a sharp rise in the cost of construction and an increase in its terms of building. Thus, the problem of build protective structures on soft soils exists at the present time. This problem was solved on the basis of an analysis of the technical condition of the constructed breakwater structures, as well as technologies for their construction in various climatic conditions and regions.
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